Analysis on Parameters Influencing Max. Stress of Inner Rubber of Elastomeric Bearing

Article Preview

Abstract:

In this paper, some factors effect on the maximum stress of inner rubber of some elastomer isolators with big diameter of 1500mm are analyzed by FEA. These factors include size of hole, ratio of , shear modulus of inner rubber , the first shape factor , thickness of cover rubber. The isolators include those used in building or bridge, loading condition is single compress . Research results show that size of hole, ratio of and have a little effect on the maximum stress of inner rubber, but shear modulus of inner rubber, and thickness of cover rubber hardly effect.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

3374-3378

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] F. L. Zhou. Earthquake energy absorbing control on engineering structure[M]. Beijing: Seismological Press, 1997.(in Chinese)

Google Scholar

[2] W. G. Liu, Q. R. Yang, F. L. Zhou. Temperature properties of lead rubber bearings for building[J]. World Earthquake Engineering. 2003, Vol. 19(2):39-44. (in Chinese)

Google Scholar

[3] W. F. He, W. G. Liu, Y. F. Yang, et al. Experimental investigation of elastic-plastic mechanical behaviour of horizontal shearing of rubber bearings[J]. Journal of Lanzhou University of Technology. 2007, Vol. 33(3):120-123. (in Chinese).

Google Scholar

[4] Q. Han, X. L. Du, W. G. Liu, et al. Experimental research on tension property of rubber isolators[J]. Journal of Beijin University of Technology. 2006, Vol.32(3): 208-212. (in Chinese).

Google Scholar

[5] W. G. Liu, Q. R. Yang, F. L. Zhou. Temperature properties of natural rubber bearings[J]. Journal Of Guangzhou University(Natural Science Edition). 2002, Vol.1(6):51-56. (in Chinese).

Google Scholar

[6] Q. R. Yang, X. Z. Zhuang, W. G. Liu, et al. Entire-stiffness, rotational stiffness, and property of high compressive stress of rubber bearings[J].Earthquake Engineering and Engineering Vibration. 2000, Vol.20(4):118-125. (in Chinese).

Google Scholar

[7] J.C. Simo, and J.M. Kelly. The analysis of multilayer elastomeric bearing[J]. Transactions of ASME, Vol.51(6), 1984.

Google Scholar

[8] C.W. Roeder, J.F. Stanton, and A. W. Taylor. National cooperative highway research program report 298 performance of elastomeric bearings[C], Transformation Research Board, National Research Council, 1987.

Google Scholar

[9] T. Mineo, M. Keikoa. Maximum stress of innerlayer steel plates in elastomeric isolator[J]. The American Society of Mechanical Engineers. Vol.(341):55-62, 1996.

Google Scholar

[10] J. B. Ludi. Finite Element Modeling of Elastomeric Seismic bearings[D]. University of California , Irvine, 1993.

Google Scholar

[11] ISO22762.2 Rubber bearings: part 2: Elastometric seismic protection isolators for bridges [S] .

Google Scholar

[12] ISO22762.3(modified version). Rubber bearings: part 3: Elastometric seismic protection isolators for buildings[ S] .

Google Scholar

[13] T. Mineo, T. Hideyuki, T. Ryuichi . Finite-element analysis of laminated rubber bearing used in base-isolation system[J]. Rubber Chemistry and Technology, 1992, 1(65):46-62.

DOI: 10.5254/1.3538607

Google Scholar